PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/23/14 EST. NO.65 TIME 06:39 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 1087 368.79 E.W. @ F.A.(+) 011314 Y 2602.0 1088 368.79 011414 Y 2603.0 1089 368.79 011514 Y 2604.0 1090 368.79 011614 Y 2605.0 1091 368.79 012014 Y 2606.0 1092 368.79 013014 Y 2607.0 1093 368.79 013114 Y 2608.0 1094 368.79 020314 Y 2609.0 1095 368.79 020714 Y 2610.0 1096 2,183.07 030614 Y 2611.0 1097 159.72 030714 Y 2612.0 1098 1,054.91 030714 Y 2613.0 1099 503.16 031014 Y 2614.0 1100 1,685.65 031014 Y 2615.0 1101 920.50 031114 Y 2616.0 1102 595.10 031214 Y 2617.0 1103 159.72 031314 Y 2618.0 1104 1,675.32 031314 Y 2619.0 1105 1,059.34 031414 Y 2620.0 1108 689.40 031414 Y 2621.0 1109 768.10 031714 Y 2622.0 1110 1,287.77 031814 Y 2623.0 1111 1,596.92 031914 Y 2624.0 1112 1,254.23 031914 Y 2625.0 1113 565.26 032014 Y 2626.0 1114 643.30 032114 Y 2627.0 1115 643.30 032414 Y 2628.0 1116 505.00 032814 Y 2629.0 1117 786.69 040214 Y 2630.0 1118 158.55 040314 Y 2631.0 1119 560.03 040314 Y 2632.0 1120 317.58 040714 Y 2633.0 1121 317.58 041414 Y 2634.0 1122 1,058.56 041614 Y 2635.0 1123 993.49 042014 Y 2636.0 1124 317.58 050114 Y 2637.0 032 0348 316.45 E.W. @ F.A.(+) 032514 Y 2645.0 056 0032 1,320.40 E.W. @ F.A.(+) 010814 Y 2651.0 0033 284.11 010914 Y 2652.0 0034 649.61 030314 Y 2653.0 0035 139.40 030514 Y 2654.0 0036 1,672.28 031214 Y 2657.0 0037 1,781.65 031314 Y 2658.0 0038 1,429.59 031414 Y 2659.0 0039 374.42 032114 Y 2660.0 0044 707.18 031014 Y 2655.0 0045 1,280.00 031114 Y 2656.0 061 0073 94.68 E.W. @ F.A.(+) 112213 Y 2665.0 0074 1,597.50 112713 Y 2666.0 0075 80.67 120913 Y 2667.0 0078 305.05 031914 Y 2670.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/23/14 EST. NO.65 TIME 06:39 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0079 1,434.77 031914 Y 2671.0 065 0001 249,930.78 A.C. @ L.S.(+) 072014 N 65-1 0 289,177.48 TOTAL THIS ESTIMATE 8,610,445.01 TOTAL PREVIOUS ESTIMATE 8,899,622.49 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/23/14 EST. NO.65 TIME 06:39 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LACKING CPM UPDATES -255,080.00 06 LACKING CPM UPDATES -241,904.59 07 RELEASE SCHEDULE DED 496,984.59 08 MISSING SCH UPDATES -151,094.46 09 RELEASE CPM DEDUCTIN 151,094.46 10 LABOR COMPLIANCE -10,000.00 25 LACKING LAB COMPLIAN -10,000.00 27 LABOR COMPLIANCE 10,000.00 28 LACKING LAB COMPLIAN 10,000.00 28 LCV DEDUCTION STL682 -10,000.00 28 LABOR COMP LTR #751 -2,000.00 30 LAB COMP ISSUE ST870 -10,000.00 41 RELEASE STL682 DEDUC 10,000.00 46 RELEASE DEDUCTION 12,000.00 51 25% FOR CPM NON-COMP -215,723.80 54 RELESE CPM DEDUCTION 215,723.80 55 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 06:39 AM ESTIMATE NO. 65 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 07/23/14 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-880-30.1/31.1 ----------------------- MCM CONSTRUCTION, INC IN ALAMEDA COUNTY IN OAKLAND ON 450 BURMA ROAD ROUTE 880 FROM 0.8 KM NORTH OF 16TH OAKLAND CA 94607 AVENUE OVERCROSSING TO OAK MADISON STREET UNDERCROSSING FED. AID NO. ACBR-880-1(59)E ,IM-880-1(59)E ,ACIM-880-1(59)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.750 18,750 002 TIME-RELATED OVERHEAD LS 5,300,000.0000 5,300,000.00 1.000 5,300,000 003 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 62,500.00 1,438.600 35,965 (S) 004 TEMPORARY FENCE (TYPE ESA) M 15.0000 6,900.00 730.826 10,962 005 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 1.000 150,000 006 TEMPORARY INLET CAP EA 300.0000 8,400.00 27.000 8,100 007 TEMPORARY TIMBER BULKHEAD EA 300.0000 1,800.00 6.000 1,800 008 TEMPORARY 300 MM SLOTTED CORRUGATED M 320.0000 83,200.00 259.200 82,944 STEEL PIPE 009 TEMPORARY 300 MM ALTERNATIVE PIPE M 220.0000 26,400.00 62.550 13,761 CULVERT (TYPE A) 010 TEMPORARY 450 MM ALTERNATIVE PIPE M 220.0000 30,800.00 137.510 30,252 CULVERT (TYPE B) 011 TEMPORARY 600 MM ALTERNATIVE PIPE M 325.0000 4,550.00 13.600 4,420 CULVERT (TYPE B) 012 SITE HEALTH AND SAFETY PLAN LS 20,000.0000 20,000.00 0.900 18,000 (S) 013 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.900 135,000 014 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.988 4,940 PREVENTION PLAN 015 DEWATERING AND NON-STORM WATER DISCHARGE LS 150,000.0000 150,000.00 0.866 129,900 CONTROL 016 BIOLOGICAL MONITOR LS 100,000.0000 100,000.00 0.900 90,000 017 TEMPORARY SILT FENCE M 13.0000 15,600.00 1,211.986 15,755 018 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 5.000 10,000 019 TEMPORARY COVER M2 4.0000 18,000.00 6,175.866 24,703 020 MOVE-IN/MOVE-OUT EA 700.0000 9,100.00 1.000 700 (S) (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 28,000.00 30.000 12,000 022 TEMPORARY HYDRAULIC MULCH M2 1.0000 20,000.00 1,300.000 1,300 (S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 06:39 AM ESTIMATE NO. 65 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 45,000.0000 45,000.00 0.861 38,745 024 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 300.0000 30,000.00 90.010 27,003 025 TEMPORARY DRAINAGE INLET EA 1,500.0000 27,000.00 6.500 9,750 026 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.750 30,000 (S) 027 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.858 171,600 (S) 028 TYPE II BARRICADE EA 100.0000 5,900.00 6.000 600 (S) 029 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 61,000.00 0.000 0 (S) 030 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,250.00 4.083 306 (S) 031 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,200.00 351.000 14,040 (S) 032 TEMPORARY PAVEMENT MARKER EA 4.0000 24,080.00 1,024.000 4,096.00 1,024.000 4,096 (S) 033 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.858 42,900 (S) 034 TEMPORARY RAILING (TYPE K) M 60.0000 732,000.00 804.300 48,258.00 12,310.761 738,645 035 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 220.000 55,000 (S) 036 TEMPORARY CRASH CUSHION (ADIEM) EA 10,000.0000 10,000.00 0.000 0 (S) 037 TEMPORARY TRAFFIC SCREEN M 10.0000 95,600.00 7,591.476 75,914 (S) 038 ABANDON CULVERT EA 425.0000 4,250.00 2.000 850 039 ABANDON INLET EA 500.0000 2,500.00 5.000 2,500 040 REMOVE CHAIN LINK FENCE M 11.0000 37,510.00 2,192.800 24,120 041 REMOVE METAL BEAM GUARD RAILING M 50.0000 13,000.00 302.220 15,111 (S) 042 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 18,580.00 724.200 1,448.40 2,298.700 4,597 (S) 043 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 10,300.00 197.820 395.64 4,546.520 9,093 (S) STRIPE 044 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 19,880.00 1,194.100 2,388.20 7,758.480 15,516 (S) 045 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 1,280.00 13.980 279 (S) 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 15,750.00 602.600 903.90 9,075.980 13,613 (S) 047 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 1,175.00 10.800 270 (S) 048 REMOVE PAVEMENT MARKER EA 1.0000 14,000.00 1,643.000 1,643.00 11,044.020 11,044 (S) 049 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 3,000.00 3.000 450 PROGRAM CAS145 PAGE 3 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 06:39 AM ESTIMATE NO. 65 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 400.00 3.000 600 051 REMOVE ROADSIDE SIGN EA 200.0000 600.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 052 REMOVE SIGN STRUCTURE EA 4,000.0000 16,000.00 4.000 16,000 (S) 053 REMOVE ASPHALT CONCRETE DIKE M 12.0000 900.00 66.670 800 054 REMOVE CULVERT M 100.0000 106,000.00 1,170.100 117,010 055 REMOVE INLET EA 265.0000 12,190.00 37.000 9,805 056 REMOVE RETAINING WALL M 105.0000 7,875.00 82.000 8,610 057 REMOVE CONCRETE PAVEMENT M3 33.0000 40,260.00 973.100 32,112 058 REMOVE BASE AND SURFACING M3 27.0000 18,900.00 695.330 18,773 059 RECONSTRUCT METAL BEAM GUARD RAILING M 700.0000 5,600.00 0.000 0 (S) 060 PLACE WATER VALVE COVER EA 250.0000 250.00 0.000 0 061 ADJUST FRAME AND COVER TO GRADE EA 500.0000 4,000.00 0.000 0 062 MODIFY INLET EA 2,000.0000 2,000.00 1.000 2,000 063 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 52,000.00 9,738.400 19,476 (S) 064 REMOVE CONCRETE (COMMUNICATION DUCT) M3 70.0000 3,290.00 141.300 9,891 065 REMOVE CONCRETE CURB M 29.0000 58,000.00 192.300 5,576.70 1,993.100 57,799 066 REMOVE CONCRETE BARRIER (TYPE 60) M 60.0000 10,800.00 177.000 10,620 067 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 22,200.00 1,443.000 21,645 068 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 1,800.00 12.000 1,800 (S) 069 BRIDGE REMOVAL, LOCATION A LS 1,700,000.0000 1,700,000.00 0.996 1,693,200 070 BRIDGE REMOVAL, LOCATION B LS 40,000.0000 40,000.00 1.000 40,000 071 CLEARING AND GRUBBING LS 13,000.0000 13,000.00 0.920 11,960 072 REMOVE TREE LS 50,000.0000 50,000.00 0.900 45,000 073 DEVELOP WATER SUPPLY LS 38,000.0000 38,000.00 0.092 3,496.00 0.900 34,200 074 ROADWAY EXCAVATION M3 29.1000 625,650.00 21,453.520 624,297 075 ROADWAY EXCAVATION (TYPE Z-2) M3 62.8000 546,360.00 9,682.230 608,044 (AERIALLY DEPOSITED LEAD) 076 LEAD COMPLIANCE PLAN (STRIPE REMOVAL) LS 3,000.0000 3,000.00 1.000 3,000 PROGRAM CAS145 PAGE 4 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 06:39 AM ESTIMATE NO. 65 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 20,625.00 275.000 20,625 (F) 078 STRUCTURE EXCAVATION (HAZARDOUS WASTE M3 200.0000 172,000.00 860.000 172,000 (F) AND RESTRICTED MATERIAL) 079 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 60,000.00 417.400 62,610 (F) 080 STRUCTURE BACKFILL (CULVERT) M3 37.0000 55,130.00 302.600 11,196.20 1,490.000 55,130 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 138.0000 5,658.00 1.180 162 082 SAND BACKFILL M3 200.0000 14,000.00 55.240 11,048 083 IMPORTED BORROW M3 40.2000 258,888.00 7,037.000 282,887 084 GEOSYNTHETIC REINFORCED EMBANKMENT M2 38.0000 148,580.00 3,308.810 125,734 085 GEOTECHNICAL INSTRUMENTATION AND LS 10,000.0000 10,000.00 1.000 10,000 (S) INSTALLATION 086 HIGHWAY PLANTING LS 80,000.0000 80,000.00 0.000 0 (S) 087 IMPORTED TOPSOIL M3 60.0000 25,800.00 0.000 0 (S) 088 ROCK BLANKET M2 110.0000 68,200.00 0.000 0 (S) 089 DECOMPOSED GRANITE M2 40.0000 30,000.00 0.000 0 (S) 090 EROSION CONTROL (NETTING) M2 15.0000 22,500.00 0.000 0 (S) 091 EROSION CONTROL (TYPE D) HA 10,000.0000 100,000.00 0.000 0 (S) 092 FIBER ROLLS M 10.0000 11,000.00 382.680 3,826 (S) 093 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 10,400.00 0.000 0 (S) 094 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0 (S) 095 40 MM BACKFLOW PREVENTOR EA 1,000.0000 1,000.00 0.000 0 (S) 096 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.000 0 (S) 097 100 MM CORRUGATED HIGH DENSITY M 60.0000 540.00 0.000 0 (S) POLYETHYLENE PIPE CONDUIT 098 200 MM CORRUGATED HIGH DENSITY M 200.0000 2,400.00 0.000 0 (S) POLYETHYLENE PIPE CONDUIT 099 CLASS 4 AGGREGATE SUBBASE M3 31.0000 30,380.00 451.000 13,981 100 LEAN CONCRETE BASE M3 225.0000 1,300,500.00 5,923.340 1,332,751 101 LIGHTWEIGHT EMBANKMENT MATERIAL M3 60.0000 2,310,000.00 50.000 3,000.00 37,188.220 2,231,293 (CELLULAR CONCRETE) 102 ASPHALT CONCRETE (TYPE A) TONN 82.1000 2,348,060.00 25,392.800 2,084,748 103 ASPHALT CONCRETE (OPEN GRADED) TONN 107.0000 331,700.00 1,602.340 171,450 PROGRAM CAS145 PAGE 5 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 06:39 AM ESTIMATE NO. 65 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PAVEMENT REINFORCING FABRIC M2 2.2000 19,030.00 8,650.000 19,030 105 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 21,600.00 0.000 0 AREA) 106 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 2,400.00 0.000 0 107 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 4,200.00 0.000 0 108 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 460.00 0.000 0 109 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 2,300.00 0.000 0 110 CRACK EXISTING CONCRETE PAVEMENT M2 2.2500 19,665.00 6,968.000 15,678 111 GRIND EXISTING CONCRETE M2 39.0000 26,130.00 565.000 22,035 PAVEMENT 112 FURNISH STEEL PIPE PILE (1219 MM) M 1,250.0000 345,000.00 422.300 527,875 113 DRIVE STEEL PIPE PILE (1219 MM) EA 20,000.0000 160,000.00 12.000 240,000 (S) 114 FURNISH PILING (CLASS 625) M 110.0000 338,800.00 3,079.680 338,764 (ALTERNATIVE V) 115 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,800.0000 176,400.00 98.000 176,400 (S) 116 FURNISH PILING (CLASS 400) M 140.0000 8,540.00 61.000 8,540 117 DRIVE PILE (CLASS 400) EA 3,000.0000 24,000.00 8.000 24,000 (S) 118 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 3,150.0000 400,050.00 126.700 399,105 PILING (1830 MM) 119 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 100,000.0000 300,000.00 3.000 300,000 (S) PILE (1830 MM) 120 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 4,300.0000 11,751,900.00 2,745.270 11,804,661 PILING (2440 MM) 121 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 82,000.0000 5,330,000.00 65.000 5,330,000 (S) PILE (2440 MM) 122 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 (S) 123 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 620.0000 133,300.00 272.187 168,755 (F) 124 STRUCTURAL CONCRETE, BRIDGE M3 969.0000 23,352,900.00 98.510 95,456.19 24,099.989 23,352,889 (F) 125 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 294,000.00 490.000 294,000 126 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 243,000.00 270.000 243,000 (F) (TYPE N) 127 MINOR CONCRETE M3 320.0000 60,800.00 101.920 32,614 128 MINOR CONCRETE (MINOR STRUCTURE) M3 730.0000 113,880.00 10.610 7,745.30 94.323 68,855 (F) 129 MINOR CONCRETE (BACKFILL) M3 580.0000 16,820.00 22.800 13,224 130 ARCHITECTURAL TREATMENT M2 10.0000 20,500.00 2,050.000 20,500 (F) PROGRAM CAS145 PAGE 6 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 06:39 AM ESTIMATE NO. 65 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ARCHITECTURAL SURFACE (LIGHT SANDBLAST) M2 20.0000 31,000.00 67.821 1,356.42 67.821 1,356 (F) 132 ARCHITECTURAL SURFACE (MEDIUM SANDBLAST) M2 20.0000 15,200.00 300.000 6,000.00 300.000 6,000 (F) 133 PTFE SPHERICAL BEARING EA 5,000.0000 320,000.00 64.000 320,000 (S) 134 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 35,700.00 15.220 10,654.00 51.000 35,700 (S) 135 JOINT SEAL ASSEMBLY (MR 90 MM) M 700.0000 32,900.00 19.350 13,545.00 47.005 32,903 (S) 136 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 5,500.0000 517,000.00 94.010 517,055 (S) 137 BAR REINFORCING STEEL (BRIDGE) KG 1.1800 8,024,000.00 6,818,637.000 8,045,991 (SF) 138 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 1,807,500.00 723,000.000 1,807,500 (SF)(BRIDGE) 139 HEADED BAR REINFORCEMENT EA 10.0000 168,000.00 16,800.000 168,000 (SF) 140 SHOTCRETE M3 500.0000 79,000.00 142.200 71,100.00 142.200 71,100 (SF) 141 STRUCTURAL STEEL (BRIDGE) KG 50.0000 110,000.00 2,200.000 110,000 (SF) 142 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 395,148.00 17,839.286 214,071.43 32,928.556 395,142 (F) 143 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 32,929.00 16,194.000 16,194.00 31,283.714 31,283 (SF) 144 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.0000 11,475.00 69.750 9,416.25 84.620 11,423 (F) 145 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,700.00 0.000 0 (1.6 MM-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,300.00 0.000 0 (2.0 MM-UNFRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 518.00 0.000 0 (1.6 MM-FRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 360.00 0.000 0 (2.0 MM-FRAMED) 149 METAL (RAIL MOUNTED SIGN) KG 36.0000 8,640.00 0.000 0 150 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 0.000 0 151 ROADSIDE SIGN EA 150.0000 900.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 0.000 0 METHOD) 153 RAILROAD SHOOFLY LS 50,000.0000 50,000.00 1.000 50,000 154 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 135.0000 2,295.00 5.100 688 155 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 185.0000 64,750.00 65.300 12,080 156 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 165.0000 52,800.00 307.600 50,754 157 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 220.0000 63,800.00 129.400 28,468 PROGRAM CAS145 PAGE 7 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 06:39 AM ESTIMATE NO. 65 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 215.0000 154,800.00 719.400 154,671 159 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 170.0000 16,320.00 95.100 16,167 160 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 245.0000 41,650.00 224.400 54,978 161 750 MM ALTERNATIVE PIPE CULVERT M 270.0000 78,300.00 282.500 76,275 162 900 MM ALTERNATIVE PIPE CULVERT M 310.0000 55,800.00 0.000 0 163 450 MM SLOTTED CORRUGATED STEEL PIPE M 270.0000 78,300.00 48.700 13,149 (1.63 MM THICK) 164 WICK DRAIN M 2.3000 276,000.00 83,232.000 191,433 165 GEOCOMPOSITE DRAINAGE BLANKET M2 5.0000 32,600.00 0.000 0 166 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 167 DRAINAGE INLET MARKER EA 100.0000 200.00 0.000 0 168 ROCK SLOPE PROTECTION M3 1,000.0000 1,600.00 0.000 0 (FACING, METHOD B) 169 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 98,000.00 15.540 10,878.00 54.120 37,884 CONSTRUCTION) 170 MINOR CONCRETE (CONCRETE MOW STRIP) M3 700.0000 5,600.00 0.000 0 (S) 171 MISCELLANEOUS IRON AND STEEL KG 3.5000 61,103.00 3,587.000 12,554.50 8,622.000 30,177 (SF) 172 ISOLATION CASING KG 5.0000 265,000.00 46,375.000 231,875 (SF) 173 MISCELLANEOUS METAL KG 15.0000 217,500.00 14,499.998 217,499 (SF)(RESTRAINER - PIPE TYPE) 174 MISCELLANEOUS METAL KG 15.0000 54,000.00 1,200.000 18,000.00 3,600.000 54,000 (SF)(RESTRAINER - CABLE TYPE) 175 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 45,000.00 2,249.624 44,992 (SF) 176 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 364,000.00 18,200.000 364,000 (SF) 177 CHAIN LINK FENCE (TYPE CL-1.2, M 66.0000 48,840.00 717.690 47,367 (S) VINYL-CLAD) 178 CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 175,560.00 381.000 25,146 (S) 179 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 10,500.00 0.000 0 (S) 180 SURVEY MONUMENT AND SURVEY HUB LS 50,000.0000 50,000.00 1.000 50,000 181 GUARD RAILING DELINEATOR EA 20.0000 100.00 0.000 0 182 CONCRETE BARRIER MARKER EA 10.0000 1,100.00 0.000 0 183 METAL BEAM GUARD RAILING (WOOD POST) M 450.0000 3,600.00 0.000 0 (S) 184 CHAIN LINK RAILING (TYPE 7) M 150.0000 36,750.00 135.740 20,361.00 245.000 36,750 (SF) PROGRAM CAS145 PAGE 8 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 06:39 AM ESTIMATE NO. 65 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 END CAP EA 1,000.0000 2,000.00 0.000 0 (S) 186 ALTERNATIVE FLARED TERMINAL SYSTEM EA 7,000.0000 7,000.00 0.000 0 (S) 187 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 40,000.00 1.000 40,000.00 1.000 40,000 (S) 188 CRASH CUSHION MODULE, SAND FILLED EA 350.0000 4,900.00 14.000 4,900.00 14.000 4,900 (S) 189 CONCRETE BARRIER (TYPE 60) M 250.0000 292,500.00 329.400 82,350.00 593.900 148,475 190 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 7,200.00 24.000 7,200 191 CONCRETE BARRIER (TYPE 60C) M 300.0000 261,000.00 3.300 990.00 774.180 232,254 192 CONCRETE BARRIER (TYPE 60D) M 300.0000 14,400.00 47.500 14,250.00 47.500 14,250 193 CONCRETE BARRIER (TYPE 60R) M 275.0000 7,700.00 27.440 7,546 194 CONCRETE BARRIER (TYPE 60AM) M 300.0000 223,500.00 497.000 149,100.00 497.000 149,100 (F) 195 CONCRETE BARRIER (TYPE 732) M 200.0000 298,400.00 1,492.000 298,400 (F) 196 CONCRETE BARRIER (TYPE 736) M 300.0000 171,000.00 570.000 171,000 197 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 3,915.00 0.000 0 (S) 198 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 34,125.00 0.000 0 (S) 199 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,400.00 0.000 0 (S) 200 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 16,800.00 3,579.900 2,147.94 34,418.890 20,651 (S) 201 PAINT PAVEMENT MARKING (2-COAT) M2 30.0000 2,610.00 52.970 1,589 (S) 202 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 22,880.00 588.000 940.80 8,565.000 13,704 (S) 203 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 17,064.00 149.000 536.40 3,052.000 10,987 (S) 204 LIGHTING (CITY STREET) LS 40,000.0000 40,000.00 0.000 0 (S) 205 LIGHTING (PARKING LOT) LS 60,000.0000 60,000.00 0.425 25,500 (S) 206 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.644 64,400 (S) 207 STAGE CONSTRUCTION - RAMP METERING LS 80,000.0000 80,000.00 0.000 0 (S) 208 TRAFFIC OPERATIONS SYSTEM LS 150,000.0000 150,000.00 0.600 90,000 (S) 209 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 210 MINOR CONCRETE (SIGN FOUNDATION) M3 750.0000 21,000.00 28.000 21,000 211 REMOVE RAILROAD TRACK LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 9 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 06:39 AM ESTIMATE NO. 65 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 06:39 AM ESTIMATE NO. 65 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 884,949.27 76,857,894.66 ADJUSTMENT OF COMPENSATION 249,930.78 5,417,388.02 EXTRA WORK 39,246.70 3,482,234.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,174,126.75 85,757,517.15 213 MOBILIZATION LS 8,765,479.0000 8,765,479.00 1.000 8,765,479 ORIGINAL CONTRACT AMOUNT 87,877,777.00 TOTAL WORK COMPLETED 1,174,126.75 94,522,996.15 MATERIALS ON HAND ON SITE 19,735.25 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,174,126.75 94,542,731.40 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/20/09 800 06/15/09 06/15/09 01/28/15 1164 63 388 19 96% 100% PROGRESS IS SATISFACTORY SENG, TA RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/14